*0012634237
*00520250116092627.2
*007cr
*008250116s2024    no     eo         0 eng
*00900000nam a22000005c 4500
*019  $bge
*020  $a9788274822047
*035  $a(EXLNZ-47BIBSYS_NETWORK)999922627349202201
*035  $a(NO-DIMO)79a6bd4d-e076-4db7-ad41-f42bd2b4650a
*035  $a(NO-LaBS)51270153(bibid)
*035  $aoai:nb.no:pliktmonografi_000041398
*035  $aoai:nb.no:pliktmonografi_000041398
*040  $aNO-OsNB$bnob$erda
*041 7$aeng$2MARC
*097  $aUkat
*1001 $aSharma, Suraksha$4aut$_352954800
*24510$aSummary of inspections and investigations on post-tensioning components of Herøysund Bridge, Norway (2017-2023)
*264 1$aTrondheim$bNorwegian University of Science and Technology$c2024
*300  $a44
*336  $atekst$0http://rdaregistry.info/termList/RDAContentType/1020$2rdaco
*337  $adatamaskin$0http://rdaregistry.info/termList/RDAMediaType/1003$2rdamt
*338  $aonline (nettilkoblet) ressurs$0http://rdaregistry.info/termList/RDACarrierType/1018$2rdact
*347  $atekstfil$0http://rdaregistry.info/termList/fileType/1002$2rdaft
*347  $bPDF
*520  $aThis report has been prepared on behalf of the Nordlands fylkeskommune and the Norwegian Public Roads Administration (SVV) and is part of the project “Herøy F&U”. SVV has many bridges with similar tension reinforcement that have reached an age and require extensive maintenance. To plan necessary maintenance, inspections, and investigations are quite important.This report includes results from inspection and investigations carried out on post-tensioned tendons at Herøysund Bridge, including segments of corroded tension reinforcement, ducts, and filler material.
*653 6$areport$_128546700
*7001 $aBjerk, Christoffer A.$4aut$_352954900
*7001 $aGeiker, Mette Rica$4aut$_302980700
*7001 $aJohnsen, Roy$4aut$_164914000
*85640$uhttps://urn.nb.no/URN:NBN:no-nb_pliktmonografi_000041398$3Fulltekst$yNettbiblioteket$zDigital representasjon
*913  $aNorbok$bNB
*999  $aoai:nb.bibsys.no:999920588326802202$b2025-01-22T01:05:05Z$z999920588326802202
^